Numerical modeling of wave propagation into a harbor using improved characteristic scheme

Butler, 1960, The numerical solution of hyperbolic system of partial differential equations in three independent variables, Proc. R. Soc. Lond., A255, 232, 10.1098/rspa.1960.0065 Dean, 1984 Goldberg, 1983, Characteristic method using time line interpolation, J. Hydraulic Eng. ASCE, 109, 670, 10.1061/(ASCE)0733-9429(1983)109:5(670) Hartree, D.R., (1953). Some practical methods of using characteristics in the calculation of non-steady compressible flow, U.S. Atomic Energy Comm. Rep, No. AECU-2713. He, 2006, Case study: refinement of hydraulic operation of a complex CSO storage/treatment facility by numerical and physical modeling, J. Hydraulic Eng. ASCE, 132, 131, 10.1061/(ASCE)0733-9429(2006)132:2(131) Kaya, Y., (1985). Numerical and physical studies of water motions caused by sudden disturbances in reservoirs etc, PhD Thesis, University of Strathclyde, Glasgow. Kofoed-Hansen, H., Sloth, P., Sørensen, O.R., Fuchs, J., (2000). Combined numerical and physical modeling of seiching in exposed new marina. Proceedings of the 27th International Conference on Coastal Engineering (ICCE 2000). Townson, J.M., (1967). Two dimensional long wave propagation in estuaries. PhD Thesis, University of Aberdeen. Townson, 1985, Numerical modeling of storm surges in Clyde Sea area, Proc. Inst. Civil. Eng., Part 2, 69, 671 Townson, 1988, Simulation of wave in lake Botnen created by Rissa landslide, Proc. Inst. Civil Eng., 85, 145, 10.1680/iicep.1988.113 Triatmadja, R., (1990). Numerical and Physical Studies of Shallow Water Waves with Special Reference to Landslide Generated Waves and the Method of Characteristics. PhD Thesis, University of Strathclyde, UK. Triatmadja, R., (2008). Less dissipative characteristic scheme in X–Y–T Space. Proceedings Twelfth Asian Congress of Fluid Mechanics, Daejeon, Korea. US Army Corps of Engineer, (2002). Coastal Engineering Manual, Washington II-7-44 to II-7-47.